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FAU 5263 over CYPRESS CREEK

Map

Coordinates:
+35.14167, -89.95778
35°08'30" N, 89°57'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5263 over CYPRESS CREEK
Structure number:790B6480001
Location:JOHNSON AVE - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:46.9 ft. [14.3 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,350 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:79.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$208,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201779.5GoodGoodVery GoodGood-4350
April 201579.5GoodGoodVery GoodGood-4350
April 201379.5GoodGoodVery GoodGood-4350
May 201179.5GoodGoodVery GoodGood-4350
July 200979.5GoodGoodVery GoodGood-4350
November 200779.5GoodGoodVery GoodGood-4350
October 200579.5GoodGoodVery GoodGood-4350
October 200379.5GoodGoodVery GoodGood-3950
November 200179.5GoodGoodVery GoodGood-4620
April 200079.5GoodGoodVery GoodGood-4360
June 199879.5GoodGoodGoodGood-4250
May 199879.5GoodGoodVery GoodGood-4200
December 199579.6FairSatisfactorySatisfactorySatisfactory-3950
September 199379.6FairGoodGoodSatisfactory-3850
December 199191.7FairGoodGoodSatisfactory-1600